analysis of rates(airfieldworks)

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  • 8/11/2019 Analysis of Rates(AirfieldWorks)

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    GOVERNMENT OF THE REPUBLIC OF TH E UNION OF MY NM R

    MINISTRY OF CONSTRUCTION

    PUBLIC WORKS

    N LYSIS

    OF

    R TES

    FOR

    IRFIELD W ORKS

    SECOND EDITION

    JUNE 2 13

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    Sr.

    \lo.

    1

    2

    3

    Standard D ata for Wo rking Out Rates

    Particulars of Materials and Lab our

    Earth work

    See to Road W ork

    Construction of subgrade for l m

    (compacted) thickness using selected

    soil, adjusting moisture content to obtain

    OMC I-1 and specified density for

    1000 sqm.

    Compaction shall be done in layers.

    Material

    Transported soil

    Labour

    Head worker

    Worker

    Operator

    Driver

    Operator helper Driver helper

    Machine

    Grader GD-500

    Compactor Cat

    8

    15

    Water bowzer 5 400 litre) within lkm

    Water pump

    Three whee ls roller

    P .0 .L

    for operation

    Diesel

    Engine oil

    Gear oil

    Hydraulic oil

    Grease

    Site cleaning before construction of

    concrete sub-base course for 1000 sqm.

    Labour

    Head worker

    Worker

    Unit Quc

    Unit

    cum

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    9

    f Items of Work

    Quantity

    ontd

    Remarks

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    Standard ata for Working Out Rates

    Particular of Materials and Labours

    Laying of 50mm thick sand filling before

    construction of concr ete sub-base cou rse

    including waterin g and compacting with

    roller fo r 1 000 sqm.

    Material

    Sand

    Labour

    Head worker

    Worker

    Operator

    Driver

    Operator helper Driver helper

    Machine

    Three wheels roller

    Water bowzer 5400 litre) within lkrn)

    Water pump

    P.0 .L for operation

    Diesel

    Engine oil

    Gear oil

    Hydraulic oil

    Grease

    Concrete m ixing by batching plant,

    operating works all machines and

    materials cement, sand, crushed rock

    and w ater)according to th e mix design

    and batching plant cleaning,operating

    work completed for 100 cum.

    Concrete mixed

    r nit ut

    Unit

    cum

    vlan-Day

    Man-Day

    vlan-Day

    uian-Day

    Man-Day

    cum

    ity

    of Items of Work

    uantity

    lontd

    Remarks

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    Material

    Cement

    Fine aggregate sand)

    Coarse aggregate crushed rock or crushed

    stone)

    Water

    Standard ata for Workin gOut ates er

    Unit

    Quantity of I t e m of Work ..,

    Labour

    Head worker

    Worker

    Operator

    Driver

    Operator helper Driver helper

    Particu lar of Materials and Labours

    Machine

    Concrete batching plant 80 cumlhr)

    Generator 3 50 KVA)

    Loader medium)

    Air

    compressor 390 CFM

    Cement pump

    Agitator truck 6 cum) within

    1

    km

    Water pump

    Water bowzer 5400 litre) within lkm)

    P.0.L for o~eratio n

    Diesel

    Engine oil

    Gear oil

    Hydraulic oil

    Unit

    Grease

    Quantity

    Concrete paving w ork

    < 3

    mm

    -

    thick lay er. By machine including

    cleaning, alignment and level checking

    each station, fixing tempo rary tim ber

    formworks, concrete leveling work for

    sag portion,surface dressing with cotton

    clothes and vibra ting wh ere necessary

    for 1 sqm.

    kg

    cum

    cum

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    Remarks

    ccording to

    m x

    design

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    Standard ata for work in^ utRates

    sr

    Particular of Materials and Labours

    Concrete

    Jungle wood scant) three times used)

    Jungle wood plank) three times used)

    Wire nail

    Cotton clothes

    No.

    Labour

    Mason

    Carpenter

    Head worker

    Worker

    Driver

    Operator helper Driver helper

    Material

    Machine

    Concrete paver GP 2600)

    Texturing machine

    Loader medium)

    Water bowzer 5400 litre)

    within

    lkrn)

    Water pump

    P 0 L for operation

    Diesel

    Engine oil

    Gear oil

    Hydraulic oil

    Grease

    Concrete paving w ork 3 mm thick

    1ayer .B~machine including cleaning,

    alignment a nd level checking each

    station, fixing temp orary timbe r

    formworks, concrete leveling work for

    sag portion, surfac e dressing with cotton

    clothes and vibra ting wh ere necessary

    for 1 sqm.

    Material

    Jungle wood scant) three times used)

    Jungle wood @ lank) three times used)

    Wire nail

    Cotton clothes

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    8

    Standard Data for Working OutRates

    Particula r of Materials and Labours

    Labour

    Mason

    Carpenter

    Head worker

    Worker

    Operator

    Driver

    Operator helper Driver helper

    Machine

    Concrete paver GP 2600)

    Texturing machine

    Loader medium)

    Water bowzer 5400 litre) within lkm)

    Water pump

    P.0.L for o~e ratio n

    Diesel

    Engine oil

    Gear oil

    Hydraulic o il

    Grease

    Texturing work and curing compound

    spraying work by texturing machine for

    1

    sqm

    Material

    Curing compound

    Labour

    Worker

    Operator

    Helper

    Machine

    Texturing machine

    er Unit QU

    Unit

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    ity o tems o Work

    Quantity

    ontd

    Remarks

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    10

    Stand ard ata for Working Out Rates

    Particular of Materials and Labours

    P.0 .L for operation

    Diesel

    Engine oil

    Gear oil

    Hydraulic oil

    Grease

    Cutting work for cement concrete by

    machine. Painting the line and cleaning

    for 100m.

    Material

    Cutter disc

    Paint

    Brush

    Labour

    Worker

    Operator

    Driver

    Operator helper Driver helper

    Machine

    Concrete cutter

    Water bowzer 5400 litre)

    within

    lkm)

    Water pump

    P .0 .L

    for operation

    M.S

    Diesel

    Laying of plastic sheet between sub-base

    layer and base layer for

    1000

    sqm.

    Material

    Plastic sheet

    Per Unit Quantity

    Unit

    litre

    litre

    litre

    litre

    k

    disc

    L.

    S

    L.S

    Man-Day

    Man-Day

    Man-Day

    Man-Day

    r

    hr

    r

    litre

    litre

    sqm

    of I t e m of Work ....

    Quantity

    9 7

    0.1

    0.1

    0.1

    0.1

    contd

    Remarks

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    Standard ata for Working ut ates

    Particular of M aterials and Lab ours

    Labour

    Head worker

    Worker

    15

    mm groove

    2

    mm depth groove

    cutting by milling machine clean ing by

    air and water jet caulking and filling

    joint sealant thoroughly for 1 m.

    Material

    Joint sealant

    Propane gas

    String

    Milling disc

    Labour

    Worker

    Operator

    Helper

    Machine

    Milling machine

    Air compressor

    P.0 .L for operation

    M.S

    Diesel

    Engine oil

    Gear oil

    Hydraulic oil

    Grease

    Construction of flexible Pavement

    Construction of sub-base course

    See to Road Work

    Per Unit Quantity

    Unit

    Man Day

    Man Day

    kg

    L.S

    m

    disc

    Man Day

    Man Day

    Man Day

    hr

    r

    litre

    litre

    litre

    litre

    litre

    kg

    of t em of Work

    Quantity

    contd

    Remarks

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